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旧路加宽综合处治技术的模型试验研究

Study of synthetical disposal technology for widening of the old road based on model test

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【作者】 孙四平侯芸郭忠印吴志昂

【Author】 SUN Si-ping~1, HOU Yun~1, GUO Zhong-yin~1, WU Zhi-ang~2 n, Tongji University, Shanghai 200092, China; 2.Expressway Group of Anhui Province, Hefei 230022, China)

【机构】 同济大学道路与交通工程教育部重点试验室安徽省高速公路总公司 上海 200092上海 200092安徽合肥 230022

【摘要】 通过旧路加宽室内模型试验可以获得新旧路基间的变形和刚度差异,以及经过加筋处治的路基内压力分布特点,且室内疲劳加载试验可以较有效地测试路面结构内的应力应变状态。试验结果可以用来验证旧路加宽综合处治技术的有效性和可靠性,并可对理论分析结果进行验证。

【Abstract】 The uneven deformation and rigidity, and the pressure distributing characteristics of the roadbed are acquired by the model test indoor for widening of the old road. The stress and strain conditions of the pavement structure are gauged availably by the indoor test of fatigue loading. The test results can be used to verify the validity and reliability of synthetical disposal technology for widening of the old road and to confirm the results of theoretical analysis.

  • 【文献出处】 合肥工业大学学报(自然科学版) ,Journal of Hefei University of Technology(Natural Science) , 编辑部邮箱 ,2004年05期
  • 【分类号】U416.05;U416.03
  • 【被引频次】25
  • 【下载频次】150
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